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99 91828-4EBB-CAL19 Ono HOMES 12602 TELECOM [DRIVE, TAMPA, Ft_ 33637 7el= (813) 740-9720 Fax: (813) 740-9715 4HAt fiE e•1PL,YWITHP NAtjd*L- t , "DA SUILDIN� AIZING AN� tft CQ©'j CODEF S ZFP,HYRMILL.S REVIEW DATE FEB 0 3 CITY OF ZEPHYRHI 2022 PLAN EXAMINEE, STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS vvim�.. �GGGG�G��G c/,/wG,�p FjgDw A �11111iGi�lM oVvi111A�f w�/N +�+�N� 7m 19r11111�11G 2m �� *M,r �yw �A� , a WA AM -OCCUPANCY - RESIDENrrAT, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - Cuss B -BASIC NHIU SPEED - VWt=160 MPH Vesd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - _2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODS ABV. ABOVE LAN. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AD,. ADJUSTABLE M.C. MEDICINECABWEf ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD BOARD M.T. MEfALTHRESHOLD CL CENTER LANE MTD. MOUNTED CAB. CABINET MTL METAL CLG, CEILING N.T.S. NOT TO SCALE CIR. CLEAR O.C. ONCENTER CON[ CONCRETE PL PROPERTYIINE CPT. CARPET P.B. PUSHBUTTON C.CERAMIC TIE PH. PHONE D DRYER PLT. PLATE DB1, DOUBLE PLYWD. PLYWOOD D.G. DA ETEGZ..D FPR. PAIR DIG. DIAMETER PR. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD RADIUS OP. DEEP R.A.G. RETURN AIR GIM1, DR. DOOR REF REFRIOERA70R D.S. DOWNSPOUT S O ROGM UW DETAIL RA ROLIDCO OPENING D.W. EACH SU. SOI EDEECTUR EA. EACri S.D. SMOKE DETECTOR ELEV. ELEVATION S It SINGLE HUNG EQ. EQUAL SLIT. SHEET EXH. EXHAUST SHITIa SHEATHING EXT EXTERIOR Sim. SAILER F G,FX. FIXED GLASS SILT. SIMILAR F.G. FUEL GAS SL SLIDING FIN FINISH SL. GL. SLIDING GLASS FIR. FLOOR S'TD. STANDARD FLUOR. FLUORESCEIN SWS SHEAR WAU. FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGIASS GA, GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSALCIRCUIT T.OP. TOP OF PLATE T.O.C. TOP OF CURB ELL G CI TERRUPAULT ERRUPTER T.O.S. TOP OFSLAB INTERRUPTER (:L. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLI-oWCORE V.P. VAPOR PROOF MDR. HEADER W. WASHER HOT. OR Hr HEIGHT W, WITH INS INSULATION WD. WOOD INT. INTERIM wow. WINDow W . WROUGHTIRROON DATE DESCRTMON OVl6AG CD* ISG{ED ARCHITECTURAL SHEET DESCRIPTION OMM 20n F13C WDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS OVI6)UT CDSRE-M&W 0MVe GDNG ELEVATOM ADDED O3R6/U5 CDSPE-IS61ED 04AW FOOMREvW"FERrt�G p/„RrgG COS RE-WJEO ®'))ftft ADOEOGrIIINLEGGFOOITRATGARAGE DETAIL (FORT mym O,/)2A9 PLANMANTENAND: O3l18fIS REVISED LINTEL 92 AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 t A.B. DESIGN GROUP, LLC. A.B. NORTH GROUP, LC. BLVD. LONGWOOD, FLORIDA 32750 Tel • (407) 774-6078 Fax: (407) 774-4078 Sq•"• OAj,O•'S 04�4A9 ADDED ADDITIONAL RECEPTACLE N GARAGE PER DULL BATGON tl•ELBJ O4 : FENGED NVAG vOLLhEG ON SOFT G4LC ECFEDII.E lNELBI LIVING U92$BQ.FT. GARAGE 430 80. FT. ENTRY �a $(�• pr LANAI eB $OL Ft. TOTAL 2362 Sa FT. 06JQ11G ADDED'EXTERIORMONO�EEPFOOTEaDETAIL12A31JA�ors, 06fiM ADDED LED, LIGaRG. araIEN i SATW PER MAW 801EG O'1AW ADDED STONE OPTION ELEVATION C 7 D (TAMA) O%M ELEVATION W sIDNS,•ADDED L01 ER • GABLE MOW wfr--m ADDED OPT. V-0' CEILN6 IEU•aNTG 01040 REPLACE USP CONNECTOR& OATH GI 6014 CONNECTOR= 04MW REVISE ENCAVENT RADON FLAN DlIeS NG ONAGGQO OFT. W-O CLG. NGT: ADDED LED LIGNT IN FOYER 04AMO OPT C V-0- CLG. NGT. ELEVATION ••- REVISED {EIGHT Or AR04MY o5/O6/tO ADDED ELEVATIaNG 1• 4 Tr roRu STRUCTURAL SHEET DESCRIPTION 011540 ADDED ELEVATION= TYa'-T'N'•T1G' (ORL) PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS D. PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.IB—DETAILS PG SNI —DETAILS PG SDI -SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRMTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI•s IN WRITTEN/DRAWN FORMS IN A TIMY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECT'S OF THE %CONSTRUCTION BASED ON THE DRAWING SET. 040 2=FBCUFDATE 03103M ADDED 90"DETALG A64 O41 ADDED ELEVATI"'I N 'a NORL, 04Q1QI ADDED Graf OPTIQL ELEVATION Ys• O"ELBOIIeE) MIMI ADDED ELEVATOM 7- 4 a• (M) OWW ADDED DEN OPT. (TAMA N FT M1'ERG) OBAORI ADDED W FOOTER OPTION TTAMPA) IVO2m AM FRENCH DOOR OPTION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774.4078 wwwAbdesigngroup.corn L AA#: 0003325 s a all aUDDIV & LOT 04 ABBOTT PARK LOT #19 BLK #8 PHASE #2A Pvt0jwTLP 04 81.000-190 2 MODEL: 4EBB "1828-CALI" GAXAGE 811ING: RIGHT PAGE COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALLWORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 78i EDITION, PM. . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR MALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD DOORS NOT LESS THAN 1 N INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-= INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.481"SHEET STEEL 1-MN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026& TABLE R302& THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'%4NCH GYPSUM BOARD OR EQUIVALENT. srrEwowc 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OWSITE UT8 (TIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS NTH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y. THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3-O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIER 1. ALLWOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION WIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MNIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUBNB 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 25GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 29D3.1 & 29032 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P30052 B. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P26032. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EM"FMOU 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/e" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a& ASTML1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12" GYPSUM BOARD, R3027. L MERORCEIUM 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1W TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTEWORSOMS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7lhEDITION,(2D20) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w .abdesWngroupeom AA #: 0003325 2 coil sUnDly & LOT. ABBOTT PARK LOT #19 BLK #8 PHASE #2A Plto"=T# 04181.000-19082 xoaEL: 4EBB "1828-CALI" GARAGE BVfMG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DwrRoff 12/07/21 BCALE: 1/4"=1'-O" Bill= GN o � � I � o • - o i m O i p _ . . �T . mm mm .�a • • ' �, p D C:aJ V U 0 L -Oise ii ISOLLARD Sul o AS Rga - i CODE 1 r' o - o , .,, i JI' 1/ I .I . \ 91 wn . III' EISRESS o�o ml FLOOR PLAN SCALE: 1/4' . I'-0' -*I SQ.FP. CALC. S LIVING 1828 Sa FT. GARAGE 430 Sa FT. ENTRY 16 SO. FT. LANAI 88 Sa FT. TOTAL 2362 SO. FT. CWOIBR AD CLAO==L0M &W0D8r=MF0RiEC01 d= O!'BNtr SINII1E 2OIE 11o1fNrlDVA mum ADTTIE FWAN MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SUING DR MIN. CRITERIA 18 5 33/-43 SG.D. / FRDR 43 5 303/-38.4 MIN. CRITERIA 160T0 O.W.D. 112 5 282/-315 12'x@' SOFFIT I 5 1 313/-4aB BASIC WIND SPEED MPH — 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT.=II. EXP.=C. MEAN ROOF HT. = 13'-10' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL FIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMIM DAIS 609 DEL. TOP PLATE 0 m BAR DETAIL TL. A SCALE: U2'•1'-O' (0�iRz NOTE. HEADER FINISH TO BE PER COM4NITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICI0dE88. SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.aeaeslgngroup_ o AA 8: 0003325 S t a sTJ19DIV. 7PALROK7' ABB0TT LOT #BLK PHASE A Pvtojmm# 04181.000-19082 1LOD1I u* 4EBB "1828-CALL" GARAos ST IMO. RIGHT PAGF. FLOOR PLAN 160 MPH EXP. C ROLAW A ABOUbK4M L AR NO 9SM A ItDIT DATE: 12/07/21 8CAIM: 1/4"=1'-O" splz= Al - SHINGLE ROOF I61X60' FYpON DECORATIVE SHUTTERS OR EQUIVALENT qW TTP. 4' RAISED BAND (TYP-) 0'-0' FIN. 04 ./-18'-4'BLDG. HGT. FYPON LV12X24 OR EQUIVALENT �6 LAP 81DR4Cs A5 SPECIFIED (TYP) 4' FRIEZE - / BAND (TYPE / b' TR8'7 A BOARD (TYPJ FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR RT03A OPT. COACH LIGHT 0'-0' FIN. FLR 0'-0' FIN. OFF RIDGE T OFF RIDGE T :o s 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . 1'-0'. TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC = no S4 FT. NET FREEVENTRAIMN AREA RECORM = 1/300 REQUIREDVFNTIIATION AREA = 2364/3m = 7.88 CdNT11AT10N AREA XSU. INCHES PER FT. HIM) = 113172S41N. MN.REOIAREDVENTIIATIOR = 5X LM72 IN UPPER PORTION OFATTIC SS736 IN. OFF RIDGE VENTILATION AREA 115541N. PFRVENf 2./115 AL:OFVEN15RE UtRED 49M TALE OFVENISPROVIO® = 5 'ARIA OF ATTIC 6 TREPBUAiTER OF THE HOUSELESS THEOVBRPUII' OFF RIDGE VENT OFWALLTOEXIBUMOFWA NOOVBaiA MINC41DED 12 j,8'-0' BRCS. HGT. EWA 8'-0' BRG. NGT F-1 1' -O F-1 m - �^-------------------------- ------------------------- RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 0'-0' FIN. PLR. -0' '-O' FIN. FLR 'a I I I 16 a I DECO. DTL. A SCALE:1/2. I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWtg'oup.com 8: 00033, 8'-0' BRG. NGT F-1 1' -O F-1 m - �^-------------------------- ------------------------- RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 0'-0' FIN. PLR. -0' '-O' FIN. FLR 'a I I I 16 a I DECO. DTL. A SCALE:1/2. I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWtg'oup.com 8: 00033, w id d b 0 81MVIV ae LATH ABBOTT PARK LOT#19 BLK #8 PHASE 2A PftonwT/ 04181.000-19082 KonEL: 4EBB "1828-CALL" GAMAGE BVFXNG: RIGHT PAGE: ELEVATION "C" 160 MPH EXP. C M 10 20 AA NO Dnurr w12/07/21 SCALE: 1/4"=f-0" DIMMT A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES MV OUTLET 2e AMP 106LE PROLE IIOV OUTLET IRO✓ C LU to Q OUTLET EI® TO WT01 4) GFI ---�j NOV an" E UIRSO INAnIE YR0 /MIL NNOTANr n-1V IEwrAa TM) 220V CUTLET (4) ORE CONECTION yp �i- Gry �F EM . W7E1lR OUTLET 4MM IMLT MpEEPPI.! OUT04 SWTCN 3-111AY OP'ER �4 &UITCN 4-IW7 OPE2 1_0 UrLL na eED � LIMIT CEILING L104T © LED CL6 LGHT LED VAPOR ©vp FROM LION) OVp VAPOR FRO? LtlYr QI CAN VIM. FAN ICFM MR a&Fr. OLM61T AN ILRSN I—Paw-R. FDNIIW NRR•EC'S 7m � T 2-OLB uRNlr ® L 1 A1RglO ri (SIIIPACE MMJ AIROIW 2' FLUOIREOOR N FLUOERalm p G 4• TRAM LOW 0 PANEL � ME�1e O 9D. Aaa= DETECrCR e &*.aG�e& - G� I11L.tlS� �• BALL MMOINTED MCM OLTECTOR SATT.11AfY.IM YLtlS�ER ® BK� Comm hatakmaaMO7E0 OCIEGTOR Camo CDC OE A DIOTMCE OR /GT LESS 716N 4' OF NO WALL MIDMIT LMIT u� �7/ NATURAL 6M T ► 7LLP1101! JACK &H ATIM I)u7 R NEAIBR R CT aRe Coo dY0&M am Abu ON I-Q TELWA&M JACK JO J-oODt To Tom &11.1.OIRIm N OO MAMMOA O As Q1CH FOR CaLims Ow oloomm TO OE NlPOI® N C6lN& FA14LIOINI ICCOI�ANtS IIY GOK N IIICII FOR 1pllaTM a� 24' NCAOESCW Lmma STOP nnnnnn w NOMOS&C@R LONT STOP nnoonnnn �. MCANDINIdENT LINK OTRP R.6Co LL7IIT KP Orr. REOlarr IQITAD • Pe. PNIN-E6nON 1 FOR CIe IR5 Pau • LOCATION OF TV JACK* 4 PHONE O TLCTS 4 FAN* TO BE MRIRPED • HCHNO&IiR PRE-COMYMOTION MEETNG. ALL B 4 2e AMP BRANCH Cwcw7G TO BE ARC FAULT PRROTW7E0 PER ELECTRICAL PRON*IRM OF ER= Tru EdrICN r2e2e1 4 Nrc 21e17 Zen EdrIOL ' 20 AP DEDICATED LANDRY CIRCUIT. • OR • BLAB (NOT ON KITCm N CIRCUIT) • DINRNbER DECO RICT r0 W LOOGOW N PAEL SAIM)CM DNAUW PAN TO HAVE MOL CAI-AOTY OF *O CM INTER TTENI PER ELECTRICAL PROVBIONS OP SECTION MI013 �. L7d0OL • LAUNDRY ROOM AD DBFI4ibaR IIECEPTACLE SHALL BE 6MMI ND FAULT ORROUT-IJIERIIPrER PROTECTION POR PERSORIEL ON FEEDER• • UARMG METHOD SMALL EE NON METALLIC CAME PER ELECTRICAL PROVIGION* OP E1GR TSN ED r2d= • ALL WOW TO COMPLY 61TN ELECTRICAL PR7VISIOM O: TYE mm TTN ®[ mm know (mcomcbmaimewx CEILRJG 1 .{ION MTD. LIGHT TO BE I !-WIRED LIVING ROOM INSTALLED, I CLG FAN FROVIDE I L' PRE -WIRED J-sox FOR \`J I . GLG FAN(' OPT. FAN I J Vt- :DINING1 ROO 1 \ SWITCH IN CA5IN— — — --- Rd / I GFI GFI I "(( L ---- L �ii I I L-------`— yl \ "SINK I / PANT RANGGE BDRM.# #- PRE -WIRED \ CLG FAN \ I L J f PRE -WIRED CLG FAN 0 1 -/ l IIf�3'S�I' RAI BDRM.#1 // FRE-WIRED / CLG FAN / 1 (Sr I I I I 1 c4 B PRE -WIRED CLG FAN 07 GFI a b 44'AFF. I \ 1 \ \ r------i BOLI \ I I AS \ — PER E \ WALL MOUNTED \ LIGHT W/SWITCH \ IN ATTIC \ GFI CLG. KEYLESS OUTLET FIXTURE IRRIGATION OUTLET • I 48' AFF. e. \\\------------------ ------_------------__— -- OPT. COACH L*HT ELECTRICAL PLAN SCALE: 1/4' • V-0' METER FIELD VERIFY OC. I I I I e I I I I L I LED LIGHTING C DOUBLE LAV. BATH h 150 AMP ELECTRICAL RISER NOT TO SCALE 6EERAL NOTE& A. ELECTRICAL MATERIALS AND WTALLAT14W &MOLL COMPLT YTN LRECTRICAL R'1ROMSION Or Twe FE[J[ TTY 010" AALL LCCA. POVAM COMPAW � NC 5, ALL COORCTOW GWALL BE TYPE TINIVOOSN UNLESS No= OTIEI"m PROVIDE 50 AP. W440 VOLT, I P"M 6EGOMDAJRY- ELECTRICAL SERVICE. PROVIDE 3 R CAPPER (CU/ N 1-IR" CIA SOWED" W PVC COWIT OR PROVIDE 3 210 ALLF11NM ?AL) N T' dA GCIEOULE W PVC - CONDUIT RI COUIT LES& SERVICE 16 PROVDED EY THE ELECTRIC COMPANY. GOOPONATE NTN TIE ELECTRIC COMPANY PRIOR TO IUD. I I LED LIGHTING Cap SINGLE LAV. BATH O PROVIDE Inb M 7N M • 1% CUR N 2' COMO1P OR S %M AL TMN •FIG O1 N 2' CODUIT OR 2N AL 6AA ICON W TO 1E00-0"72 ABOVE 601PIT R OrEI04AN6J CCMbNATION SERVICE DWO MIECT &NTCH AND ELECTRIC METER N NWA DR ENCLOSURE N'TELEPH= SERVCE to�+i NIERSY6TS1 L OO*b TOPrINAL AT LOW VOLTA VOLTAGE CONNECTIONS 1 R4 CLI SERVICE GROUND CONNECTED TO C04CWTE ENGAGED FOOTER GTHEL PER ELECTRICAL PMCVOMM OF THE MCK YIN �1ffi10L SN' DIA x & Pr LOG COPPER CIAO dRROIID ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774,4078 wwwandesigngroup.mm AA &: 0003325 h C SUHDIV. /e LA1`. ABBOTT PARK LOT #19 BLK #8 PHASE #2A FLwjwT* 04181.000-19082 MODEL: 4EBB "1828—CALL" GAGE arlrD90- RIGHT PAGE - ELECTRICAL PLAN 160 MPH EXP. C I i c A N gwxN : 12/ 23 8CA1&.1/4"=1'-0" $HEST E1 TO PLUMBING PLAN BCALE: 1/4 • I'-0' 2• VrIR KITCHEN j I \ VTR BIND UL 12' 1!1 VENT r� 'CT* 2• AUTO � jl1,2�1I/2 // 1 1/T• 2, wrl r I I/2 y TUB 1 LA I 3'21•IR; LAV 13 I WC 3 3' I I 3• 3 IIl1'� SHIM 2 L N WARNER 2' PLUMBING RISER DIAGRAM I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 I I- - gp " o t/1 W X O e Svnniv. Ac LOT. ABBOTT PARK LOT #19 BLK #8 PHASE 2A P1tommT* 04 81.000-19082 HoDmL: 4EBB "1828-CALI" OARAOE SV/INO: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 370 Dw 12/07/21 SCALE 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT OHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OP NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SWA L NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL ISE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1T14 EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINMG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TW EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL PIPE RATED CEILINGS AND WALLS ,MALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED UTW BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR ECUAL FANTECW DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET UTI4 MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR 6MLL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE: SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILMS EXHAUST FAN CEILING EXHAUST FAN 4 LK,HT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR ORILL NOTE_ ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC, GONUNIT ATTIC W/ (2)-3/16'X2' TAPCONS SIMPS N WB ROLL STRAP OR EQUAL CEILA4G O O EXTERIOR WALL r,11 PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) ABXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY____ RAY y PVC SLEEVE TO LINES BELOW SLAB T REFRraERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SGORIATED NICKEL BRONZE PL. PL. FIN. FLOOR OR WALLC.O. COUNTERSUNK PLUG � � - SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56WWO NSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FIN. GRADE OR PAVING V-S'XV CONK. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nFL00R SLAB CLEAN -OUT (TYP) (a XT. GROUND CLEAN -OUT (TY ) MECHANICAL PLAN SCALE: V4 • I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE RPE. ELEVATION. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407-7746078 FAX: 407-774-4078 wwwAbdesignBoup.eom AA 8: 0003325 q so a 0 BVHDIV. & LOT: ABBOTT PARK LOT#19 BLK #8 PHASE #2A Pnon=T/ 04 81.000-19082 MODZtiL 4EBB "1828-CALL" OA3tAOIB SVIMO: RIGHT PAOB: MECHANICAL PLAN 160 MPH EXP. C I; xT_fixAl PRMT .1 DATM 12/07/21 USCALM 1/4-=1'-0" 8*1z T M1 2X4 TOP PLATE PRE-FAB TRUE 1/2- CLCs LIA-7 1/2- DWrU4L.L —t TV)r SECURE BT. — PLATE TO SLAB WY Wd MASONRY NAIL • 32' O.C. MAX a-o' FIN. FLR 2X4 WOOD STUDS 024' O:C. TIONS SUPPORTING HUNG PLUMBING RES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' OL. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON— BRG. D�l SCALE: 3/4•.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYI'ENT AS PER FBCR 905JJ. ROOF SHEATHING THICKNE86 AS PER SHEET SNL SECURED PER FASTENER 8GHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER m ELEVATIONS OH.OA VENTED SOFFIT IR' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 411 0'-0' FIN. FLR d • s. • 4i 5/8, GYPSUM BN OR 12' 441GH STRENGTH CLG. BOARD 35/S'OR5 in, DRYWALL 3/8' TOP CI-L4MEL (25 CoA.) U2' DRYWALL 3 5/8. OR 5 3/S• METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/S' OR 5 CABINETS AND TUB/SMOUER 25 3At.1801170M GA METAL TO BE INSTALLED CNANBL (25 IN ALL OT14ER WALLS. STUDS GAJ SECURED TO BE SPACED *' OG. AT 2ND fl[WOOD TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAF 4 TO WALLS W/ nLE FNSN FLOOR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL b0 P.T. FURRING — STRIPS • 24' O:C. 8' CMU 1/2, GYP. WL. BD: WOOD BASE — n W/ WINDOW OPENING W/ 1/4' WOOD SCREW —FIN*4 FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D 1 SCALE: 3/4'.1'-& FIBERGLASS SHW sLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHING THICIOJESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -El Ks TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/1' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: 4 1- STORY HIP BLOCK WALL METHOD TO BE USED FOR THE INSTALLATION OF ROOF D1 SCALF, UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1T44 EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 2B GAS LINE THRU BLACK \Qv�GY.4 VJ'— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90SJJ. ROOF SHEATHIIC7 THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICgJESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-EWa. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—[--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� a, CHU 9' in- \\\\ //— COMER lEAD MIUCIIRAL FM dRaG7LT 70 MASOMW 2.6 P.T. WD IL Pam d STEEL Ad I�EIltIGAL iRAYX —GYMOMAD DOOR eT MAIP. eT o"Ma !Yi!>® TO YWK TRACK SMACKM Room Yp FROd1L'T APPROVAL RIQ s GARAGE DOOR JAMBS D1 SCALE: 1 i/2'•I'-0' FIBER LASS SHINGLES //--2X4 SFF 24' OZ. MAX WITH UNDERLAYMENT SEGURE W/ (2) 12d NAILS AS PER FBGR 908JJ • EA END ROOF SHEATHING 2x ELOCKING BTHICLQJESS AS PER BETWEEN TRUSSES SHEET SNI. PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE D PRE-ENG U, TRUSS 9 2x FASCIA PER AX. ELEVATIONS PER ELEVATION VENTED SOFFIT CCNT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR ETHICgNE88 AS PER INSULATION ELEVATION SHEET SNL SECURE PER PER ELEVATION FASTENER SC44ECULE "I GYPSUM BOARD OR 1/2' CN SHEET SNI. 14K14 STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER R-4J INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24, O.C. 1/2' GYP. ILL. BD. - WOOD BASE— _ 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 4 1TH EDITION, SECTION R301.13 AND 160%BJ. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCAI e, 3/4 .r-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE It OR ASTM 0406-1 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T746078 FAX: 407-774-4078 Www.abdimtgn0oup.mm AA A: 0003325 oal all munDIV. at LOT: ABBOTT PARK LOT#19 BLK #8 PHASE 2A PROJECTS# 04181.000-19082 WODEL 4EBB "1828—CALI" GARAGE 81VING: RIGHT PAGE: DETAILS 160 MPH EXP. C mm DA 12/07/21 SCALE: 1/4"=1'-0" SIIZE= D1 .10 lah 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) IR' X r J-DOLT WV 4' MN EMBEDMENT WV 7 X 2' X Vr WASHER 4 NUT OR 1lV (2) 14' X 6' ANCHOR DOLTS WV 4' M K EMBEDMENT WV 2• X 2' X kW WASHER 4 NUT—. 0 I u2M EMBED, W DL, 4' END DIST, 1 V71 EDGE DIST. 2x6 GARAGE DOOR Bum SE —CUED Wv (5) 1,12• X r J-DOLT OR ANCHOR BOLTS. WV 4' MN E10EPP2W. W/ 2' X 2' X V6• YA6/ER 4 MR. (U WITHIN 6. OF TOP. (U WITHIN r OF THE STIMI. ® (3) EVELY SPACED. ®L IRr NOTEA ALL ANC41CM SNAIL BE N ACCORDANCE TO MANFACTURER'S INSTALLATION INSTRUCTIONS W4EFE SUCH NSTROCTIONB ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4C41C -.,- 6' CMU V1• DRYWALL ❑ I'X4' PT. MA DOOR DOOR 1.4 P.T. OR S/4'X4' MN SECURE THRU FRAME 4 EXTEND 1-114' INTO HALER BLOCK Ulf 3/16' TAPCONS CASING MN SHAK SIZE J45 MN HEAD SIZE 900 MN EMBE[X'EHT I-V4' WITHIN r OF EACH END JAMB OR WSOM 4 W Or- MAX SPACING ATTACH TO 2X PER MANFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3/4" OR +5/4' n = if TO BLACK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK WV 3A6• TAF C0M MN SHAW SIZE J4E MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 M' O.C. MAX SPACING. 2X6: cim SECURE TO BLOCK W(2) 3A6' TAPCONS MK SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 11,141) 6. U'Ml WITHIN 6' OF EA04 END 4 10' DO, MAX SPACNG. V2' DRYWALL 2XS. ® D 1•X4' SECURE T761M P.T. NAILER WK2) 3A6' DOOR CASING (MN SWAN5 MN HEADMN EMBE4') UTWN rOND4 W Oa M DOOR JAPE OR WINDOW SPACING, ATTAC44 TO 2X PER M~ACTUl6 DETAIL& NOTE: SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +l 1/2" ,1t►IND011 To BLACK +1 1/2' O 3 4" BUCK CONNECTION 2 TO BLK DETAIL 2X4, SO SECURE TO BLOCK IV 3/16' TAPGONS MN SWANK SIZE JO MN HEAD SIZE 306 MN [MBEDMIENT 1 114') UT14IN 6' OF EACH END 4 WY = MAX SPACING. 2X6. cm SECURIE- TO BLOCK WK2) 3A6' TAPCONS MN SHANK SIZE .WS MN HEAD SUE 3" MN EMBEDMENT 1 V49 WITHIN 6M OF EACH END S' cm t 16. O _ MAX SPACING. VA' DRYWALL 2X& CM SECURE TO BLOCK I.N. W1t2) 3/16' TAPCON6 P.T. HAILER MN SHANK GM 346 l/16. OARL X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CASING WITHIN OF EACH END 4 1E' OJC. MAX 6PACNG. DOOR JAMB OR WINDOW ATTACH TO 2X FER MMIFACRUES DETAILS. NOTE, SWIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED W') DOOR JAMB TO BLOCK +1 15/18' (11/RQD011 TO BLACK +l 15/18' 2X4 SECURE TO BLOCK WV 3A6'TAP00N6 MN SHANK SI3 .WD MN WEAR SIZE 300 MN BBEOM ENT I lie) WITWN r OF EACH END 4 W OA. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECRE TO BLOCK THROUGHI NON-STRUCTURALL WK2) 3116' TAPf:ONS 3A6' TAPCON MN I-V4' (MN SWANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN CBEDMENT 1 1/4') UTI41H 6. OF EACM END 8' cm ♦ W OZ. MAX SPACING. V2• DRHTWLL 2XE. ® ❑ SECURE TO BLOCK WK2) 5A6' TAFr." PT. NAILER MN SH AW SIZE J46 DOOR CABINS. MN HEAD SIZE 300 MN. EMBEDMENT I LW) WITHIN r OF EACH END t N OL MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE. 814M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLACK +2 1/4" /1111NDOlf TO BLOCK +2 1/4' `uJa>aw 2X*® SECURE TO BLOCK WV 3A6' TAPCONS MN SHRANK SIZE 345 MN HEAD SIZE 300 MIN. 6'BEDM1NT 1 V411) WITHIN 6' CP EACH END 4 W Or— MAX SPACING. 2x6.® SECURE TO BLOCK am) NIS• TAPCONS MN SHANK 312E J45 MIL HEAD SIZE 300 MN B'BlOMBNT 1 W) WITHIN r OP EACH END 4 W OL. MAX SPACING, 2X6. CEM SECURE TO BLACK W 92) N/IY TAPOOMS MN SM" SIZE J46 MN HEAD SIZE 300 MK E'BEOME NT 1 IM') WITHIN 6' OF EACH END 4 W OG MAX SPACNCL- NOTE. 041M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') w CMR1 HAT' ORITWILL CELL TO BE POURED SOLD Sit 2,560 PSI CONCRM RENPORI MED WV (U S VVIRTICALLY 4'X4' ►.T. HAULER -TA6' 03JL X 4' MN --DOOR CABINS DOOR JAMB OR WIDOW ATTACH TO 2X PER MAN1~1URE6 DETAILS. DOOR JAMB r„ZO BLK DETAIL l f�-T7l. :F 2x4. IIW SECURE TO BLOCK W3/10' TAPCON6 MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMM SEDMEW I R/4') UTHN r OP EACH END t IS' OG. MAX SPACING. 2X6. CIO SECURE TO BLOCK WK2) 3A6' TAF40" MN SHANK SIZE J45 MN HEAD SIZE 30O MN EMBEDMENT I V4') WITHIN 6' OF EACH END 6' CI'LU 4 W OL, MAX SPACNGi 2Xs. �' DRYWALL SECURE TO BLOCK WK2) 3A6' TAPCOINS I'' PT. NAILER MN SHANK SIZE J45 DOOR CASING MN HEAD 61ZE 300 MN EMBEDMENT 1 V4') WITHIN 6' OF EACH EPD 4 W O:— MAX SPACING. DOOR JAMS OR WINDOW ATTACH 70 2X FER MANUFACTURED DETAIL& NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" 2X4. 101 SECURE TO BLOCK W/ 3A6' TAPCGTJS (MN SHANK SIZE J46 MN LEAD 613E 3010 MN EMBEDMENT 1 1141) WITHIN r OF EACH END 4 W O.G MAX ePACNG. NOTE. STRUCTURAL 2X MUST BE 2X6. ® CH OUTSIDE 4 SECURED SECURE TO BLOCK THROUGW ANON-6TRIICTURA- WH7) 3Ab. TAFOONS 3/16M TAPCCN MN 1-114' MN SHANK SIZE .418 EMBEDMENT INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT 11149 6. cm S• OF EACH END 4 IS' OL MAX SPACING, V2' DRYWALL 2X& CM 19(4' SECURE TO BLOCK P.T. HAILER WK2) 3A6' TAPCON6 DOOR CASING MN SANK SIZE .INS MN HEAD SIZE 3" MN EMBEDMENT 1 114') 2ND 7X SECURE WITHIN S' CP EACH END 4 18' OL MAX SPACH& DOOR JAMB OR MOM ATTACH TO 2X P MOTE.ER SWIM AS NEEDED TO PLU'1B MANFACTIRE6 DETAIL& JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3' F TO STRUCTURAL MEMBER UK2JTtd UTHN 6M OP CACW END 1 6' f0 6' OC. MAX 2X4. US SECURE TO BLOCK WI/ V4' TAPCONS MN SHRANK SIZE J45 MN LEAD SIZE 3" MN EMBEDMENT 1 VW) UTHN 6' OF EACH END 4 IS' Or— MAX SPACING. 2X6, SECURE TO BLOCK W97) IA' TAIYONS MN SHANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 V47 WITHIN 6' OF EACH END t W OL. MAX SPAT-W. 2XE, OSO SECURE TO BLOCK WK2)LAW TAiPCON6 (MIN. SHANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' CF EACH END 4 ID'Or— MAX 8PACNG 6• cm 62' DRYUTALL PX4• P.T. NAILER TAW OAM X 4' MN DOOR CASING DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114•) DOOR JAMB TO BLOCK +3 7/18" A TO BLACK +3 7/16" 2X4: IZI SECURE TO BLOCK W/ VA'TAFOONB MN SHANK SIZE J4E MN HEAD 61ZE 300 MN EMBEDMENT I V4') WIT14IN 6' OF EACW END 4 W OJC, MAX SPACNG. 2X6. CM SECURE TO BLOCK WK2)1/4' TAPGONS (MIN. SHAM SIZE 14E MN HEAD SIZE 300 MN EMBEDMENT I V4')WITHIN 6. OF EA04 END 4 W O.C. MAX 6PACNG. 2XS, CEV SECURE TO BLOCK WK2) VW TAPCON6 MN SHANK SIZE 145 MIH MEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN r OF EACH END 4 W Or— MAX SPACW. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWINE" NON-STRUCTURAL 3/I0' TAPGON MN 1-IM' EMBEDMENT INTO BLOCK L�1 r cm UJ• DRYWALL ❑ 1 X4' P.T. NAILER �. 1' P.T. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO ZX PER MAKFACIURE6 DETAIL& NOTE: SHIM AS NEEDED TO PUMMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" r11fBLDOW TO BLACK +3 3/4' 0 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744.078 w .abdwWkg oup.c AA 8: 0003325 k h O a Z a i IPR umrv. AL wimiABBOTT PARK LOT # 19 BLK #8 PHASE 2OJ=THMH 04181.000-19082 1[ODIMLI. 4EBB "1828-CALL" OALRAOIB 81FMO, RIGHT PAOLC: DETAILS 160 MPH EXP. C L `M NO 93M i DA-7'B.'4M 12/07/21 acAs:1/4'= l D2 1'-0" sHllr PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL Ji MANUFACTURER CATEGORY DESCRIPTION VERSIONCCODE EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2071 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 104471 SIMPSON STRUCL CDMP. WOOD CONNECTOR 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 10/22/2023 114963 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2D21 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 104413 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 1390&6 SIMPSCW STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUC17. COMP. WOOD CONNECTOR 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 Mi WINDOWS & DOOR SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOOR SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153533 MI WINDOWS & DOOR WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOOR WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 8-RS CLOPAY BLDG. PRODUCT CO. E)IT. DOOR SECTIONAL 2020 FBCR 12/31/2038 79.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 79.2 CLOPAY BLDG. PRODUCT CO. EXT. DOOR SECTIONAL 2020 FBCR 5/21/2028 55.1 E THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 55A THERMA-TRU EXT. DOOR 8'-O" EXTERIOR DOOR 2020 FBCR 12/31/2021 562 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOOR 8'-0" SWINGING EXT. DOOR w/SIDEUIE 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOOR 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU W. DOOR SWINGING single Nte EXT. DOOR 2020 FBCR 12/31/2021 107592 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 LAMES HARDIE BOARD ARTISAN 2020 FBOt 12/31/2023 131922 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31PO23 199D1.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 RS ALSIDE ALLIANCE T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 11/04/21 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesVigroup.com AA N: 0003325 8 mmmmom avaD:v ae L,Or 14 ABBOTT PARK LOT #19 BLK #8 PHASE #2A 04181.000-19082 MODZU 4EBB "1828-CAU" OARAOR OWMWOI RIGHT PAGE: PRODUCT APPROVAL LISTING 180 MPH EXP. C 110 L A 'W 99m A PRMT DATM 12/07/21 SCALE: 1/4"=1'-0" axam D3 PI1�oR'Eo carNNloL JOOINT FLANGE OF CONTROL JOINTS id OE WRED TIED TO LATH . a - Or.. MAX (VERTJ. MOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES UV MATROOLSED� O TINT. DUeNB INSTALLATION --- FASTENERS TO SPAS--� • OL MAX VERTICALLY /- i' THICK, 3 COAT CEMENT / \ / PLASTER \Ir Ill LAYER 7. FCWFWR / PULDNG PAPER APPROVED FETAL LATH FASTENED RT' (VERTJ OL MAX AT SU PNORM 1111011191 LAYER 9. STUCCO URAP WOOD SHEATHING LATH SMALL Nor e•Tor rtra rTor ro THROUGH CONTROL JOINTS BUT SMALL BE STOPPED AND �/ / T. AT EACH SCE. PROVIDE 2X4 BLOLKI0 PER ASTM CW63 PLACED RAT MAX 6' TO E FROM CONTROL JOINT U►EN CONTROL JOINT FALLS ON / STRUCTURAL STUD L FASTENERS NOR LATH TO BE NAILS ORS ,� STAPLES N COMPLIANCE UV ASTIM CI0163 r -� 2. WIFE TIES TO BE (NO. IS) 0041&' USME / 'C- S. ]BLOCKING GMOM MAY BE N ADDRION \ PE TO WALL STIDD WAUIRED R PLAN Mm I PC A- m mlwm�ppw 440 0 c OLlq•D tNW1O•R.A O L--- M. A 1 CMAM T Pr. 6 *DEAN a PLC OL Pq.p MMI� • Pr. A Pala 4r A- ® LPOLD .6M10ePLA L CMA.N a Fr. S * 0EA! T FL C 4. POLO h. C AMMR IR. ■ TILL PI'. C TOLC Bm 80"a LAW6 0 'Li1N0E .u1e. Tate ANAL POLO.OQ mm art. OLA& m m RA6M0 AT pORQI V Itl0 . p•", NreE6ertaN. APPROVED BULDNG WRAP SMALL ME LAPPED A MNMlM OF 6' • VERTICAL LAPS (ROLL ENDS) A •' r W ORZORAL LAPS. ALL /E.4NT6 NEED TO iAI•ED WTIN PORTIDER SMEATHMG TAPE // PMN LM.fETAL LATI \\ LATMN VERTICAL LAP TO EE I' ^ r METAL LATH URB LAYER -L STUCCO WRAP 6' 1'.N rA►NR LAr eELW OKT / I \WRD LMG PAAYER 7, rMWER BUILDTER I 2 LAP SCALLE. I WER •I'-r r MN LAT LAM, l' 012 4LL LAP VERTICAL LATH & PAPER DETAIL Nam. W120D SMEATI SIDE LAPS OF FETAL PLASTER BASES SMALL ISE SECURED TO PULOI FRAMING MEMBERS, PAPEF THEY SMALL BE TIM BETUMM SUPPORTS, UI7FI 0AWIS-N (121-MU STUCCA WIC AT INTERVALS NOT MOIL THAN V (228-MV.. AS PER ASTM C1863. ® KICKOUT �AMOF12AM DETAIL IN WINE, PUYMPATCHE�'" MAY BE PATCHED W410UM URAP TAPE PER MANF. SPEC. on PEEL . aTlac Ir iNIM 8 COAT CEM@tt PLASTER FETAL LATH UM LAYER'(, FORTFEER PRLDNG PAPER u116 LAYER'*, STUCCO uAIAP W70D SIEATMMN G WOOD SHEATHING OR CMU WRNS LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4',W SELF-A174ERM M®U FLASMNG (COMPATIBLE V WISP MATERIAL) r on LESS MPE PENETRATION fm CUT AND OVERLAP ONE SIDE OP� OW-ADMERM MEMBRANE FLASHING STEP N PIPE) Will TO FRA•ING PIPE N.T.S. 6�� SRAP MATERIAL) OVER 4W' SELP-ADNERM tEPORANE P-ASNNG OVER APPROVED NOISE ~. FLA64616 TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIZE OF STEP 02 LADMERNG MEMBRANE UM LAYER STIIOW WRAP I10 LAYER 9. FORrPMM d"Lo PATER FETAL LATH 61R6' SELF-ADW M . MEMPfANE PLASMSNCP OVER APPROVED MOUSE URAP. FLASM45 TO EXTEND ONTO PIPE 4'"4' SELF -,PAPERING M@'BRNE R.ASNNG OVER APPROVED MOM URAP. FLASH M TO EXTEND ONTO FMPE CONT. BEAD Or SEALANT AIR ELASTOMERIC COATING OVER STUCCO/ CV. PINION (SEE TYP WALL SECTION) SECTION PER SECTION B.RxY6E1.W oM.,11" .hallExterior use of with Itlerd osoation 4r shellcomplywiA8T C926-1 requiremerds of ASTM C 926-186. Inslallati- of anterior I*ft and I mnn9 shall comply with ASTM C 1063-193. or ASTM 1787. WE LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER—.—•—.— — — BUILDINCx PAPER) METAL LATH x—x—x—x STUCCO IT • •T-'I WOOD OR -1/1ro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHINC-s — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84l-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdestgngroup.com AA S: 0003325 a Z O ~ C C R � t aV>sDIV NTC LOT. ABBOTT PARK LOT # 19 BLK #8 PHASE 2A PROJECT#T 04181.000-19082 MODEL: 4EBB "1828-CALI" OARAGE awDUO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C NAKI DAR � I2/07/21 8CAUM 1/4'=I'-o" SkIZET WA1 INSTALL 6' SELF -ADHERING MEMBReWE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1E EXHAUST. SEQUENCE OF FLASHNG TO BE: I. BOTTOM. 2. SIDES, 3. TOP 1X: VENT CAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. x:r E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO Yi CAIILN KG • JOINT AON LL ALLSIDfES, I I I PER SECTION Extulor Mtl*w and pNahllrw BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. 1 X, Installation of exterior lathing and flaming shall comply with ASTM C 1063-19a, or ASTM 1787. UFO LAYER 9, ,.>. STUCCO UAQAP HOODED VENT ✓k THICK 3 COAT CEMENT I PLASTER METAL LATH URB LAYER "2. FORTIFIBER BUILDING PAPER WOOD SHEATWING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84-1-14a, MIN. 25 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH &' SELF ADHESIVE OVER TOP 4 SIDES FLASHINCs WIT PREMANLP. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER *QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS) BUILDING PAPER UNDER 'QUICK PLASH' 0A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER ELEC. METER FIELD VERIFY LOCATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF" OR SIMILAR) APPLY A SILICON �j BASE SEALANT AT POINT I THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD 044EAT14M ORB LAYER 9, STUCCO WRAP WRS LAYER °2, FORTIFIBER BUILDING PAPER METAL LATH FHO14 0 UIDDOD -FASTEN TO WOOD STRUCTURAL F EPIBM - T O.C. MAX . A' TO JF MID _WA' M 5cPwz f 1' Uwe STRIP amp AD4ESNE FLAaHNG. CLEAN MA60NRT OEFOW APPLYING V FINISH - MASONZY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRY LAYER 01, CUT OPENING IN STUCCO WRAP - APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X'INTONJ WRLAYER 01, B SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF-ADHERfNG WOOD SHEATHINCs MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP #1 STEP 1*2 APPROVED LAYER 01, BELOW STUCCO STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MN ING NO MEMBRANE __ GRADE 'D' FELT ® FLASHING MEMfRANE FLASHING MEMBRANE ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP MRB LAYER 92, FORTIFIBER BUILDING PAPER STEP 1*3 STEP #4 �-- ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL APPLY E-Z BEAD SECTION) OVER 60 MIN GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 05 STEP aro @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774-6078 FAX: 407-7744078 www.aWea�ShBoup.com AA M: 0003325 04 o BUDDIV. ae Lo ABBOTT PARK LOT # 19 BLK #8 PHASE 2A PRIoizcT�f 04181.000-19082 MOD=.: 4EBB "1828-CALI" GAItAGIC 8111IINO: RIGHT PAGIC: WALL ASSEMBLY DETAILS 160 MPH FV. C L) I D � 12/07/21 8CALIM 1/4"=1'-0" sHSST WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/I(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER t SPACINCs a l' O.G.) CMU 1/2' TNICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Cam? BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abdmWnffioupmm AA X: 0003325 0 a basil F-1117 BUDDIV. do LOT ABBOTT PARK LOT#19 BLK #8 PHASE #2A PItoj=T# 04181.00 -19082 MODEL: 4EBB "1828-CALL" GARAGE awINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C 0 \,ONO 9V=mm DFUNT w12/07/21 DCALM 1/4'=L'-0" aitEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — - — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/I6" ZIP WALL SHEATHING SELF-ADHESIVE FLASHIW-z — — — — YIOOD 6wEATwBU6 UEATIER REAM?" BARRIER'f ` UEATMERRRENOTIVESAMIME \\ /�/•• 9X• X T�� SIDNG / / / I \ PLAawm MEIQ<1G a a'U PLAOWM i �\ , / \� \\ RIMCS46TIVE BARRIESTARTER �R P"STIVE 6TMP DO NOT fJILK OR ! I \ \�' •• SELF ADIEREIG FLA614W. \ --- OALVO METAL GALVID METAL -- 'Z• FLASWM r FLAeww. _ L Do Not GAl1K aR uii5op°TRM LMEMA1E D SrtL47ED M ulaaD TRM OMMER \ � / GR AM -MOVED SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION UIOOD 6wEATNUVG UEATwER RESISTIVE BARREN -1 UEATFIER RESISTIVE / I \\ BARRIER NG ` 6R-ASHW. DLERMJG REVEAL OR /// I/ BOARD , BATTEN FLAOMM RING L \ ; �RI�IE616TIVE \� �\ UEABARI STARTER STRIP ER FE616TPA DO NOT CdtaK GR I \ \ iR•AD/ERNG \ \ — — GALV'D METAL GALVT7 METAL — R'FLAOHM Z•FLASHNG - MAIADIE TRIM PER ELEVATION (! \ wA FDE TRIM PER I ELEVATION \-, AL GAP WCA"Nn `1\ / OR AiPPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w abdmkpgroup.eom AA 6: 0003325 , I oumly ac LAT: ABBOTT PARK LOT #19 BLK #8 PHASE 2A PHOJ1!lCTjv 04 81.000-19082 MODEL: 4EBB "1828-CALL" GARAGE 8MMa3: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L AR NO 90377ls-/ J ra R12/07/21 ALD 1/4"=1'-0" EET WA4 GANG 1P SHOWN IN 4'6LLVAN® CARC E lDBETMO=NNKEERNGTHEVENTRRCPERLY AL—E., VENT PIPE IS SEALED IF URPED. NAL N RACE USING 1-t/f NAILS AT EACH 00—L GCFJABiT HOULD BE APPLIED TOAL.SIING.E EDGES NEARTHE _ PREMIERE OLT N. GEANDPROUNDTHEENTNEI£RIMEIERAS CUTOUTTHEGOOSENECKVENTO—NGNTHERI— SHE THING. SIZ ENING I. ANOE FAN 6 N--.ENO...VERE WEATHER— CCNSfRUOTON ZONES. NTHE -HA AN. IUMSHOWN. N THE EVEM A MECHANICA m V USED, AN THE FAMOPENINGINACCO ICE W1tH VENT FAN MANUFACTURE'S RRNGCCNNECTDN INS CTKJNS . DONOT OON NTOTRl155E5 t)R RAFTERSWHEN CUw TTGTHE --N..N...G IN w THE RE�MMCNE NTERFERNG SHNELE NAILS ARWND THE PERIMETER OF THE OPENING SOTHAT THE NALNGMM£ OF THE VENT LAYS FLAT TO THE ROOF SIEATHNG SLIDE T. TOP AND SIDE RANGES CF THE VENT LP AND UNDER SHINGLES HAC£STON .TOMVEM THE OOF THE SHINGLES II IY-- ROOF HOOD VENT DETAIL GOALEI W6 CUT NC AT tl• T'IODraD 'T CUT iLjJ N wouse TRAP LINE OF WINDOW I I CP SNOU \ I OVER SEATNNG OVER UD STUD WALL STEP 1 IOTA" A'— NELP-AD&ERNT PL.a1RIG GYM NAILING PLAITS JA?" NDACDLIING MM —� I' BELOW \J/\ ILaXIBLmL SILL R-AMING DO NOT SEAL BOTTOM PN STEP 6 Tv"O ►OLO-I Nam TUOC F n HCA Pow N AT STEP 7 ASPHALT PtASTD CEMEM MOLDED MCUND BASEOF PWE MID—FLANDE ALIGN FL46M IV Kr. Kom OF NLL RO MEQLYNCALLY PA VIIM FATED EDOEA(COW NAILS, STAPLED) PNTALL CUPOW R-ba~ A6 TU FLASHM AT TIN SOLD NOuSBIRAP COW . TAPE DIAGONAL CUT . ACROSS NEAD o PLUMBING VENT DETAILS BC.ALE: MS INSTALL W WOE ADLESIVE - BAauD FLEXIBLE PLAM,NG MATERIAL OVER DEEP CAP ADNT (PROTecT04111 r OT-20XL - EOUIVJ ``hi�o STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS YPLIEY CEMERWE 3B' WIDEVALI£1'FV M 10 FASTNERS WRHN SW CHHEAVIER FELT OF CENIERLNE I' MFASINERSN END OF SHN(SE UNDERIAYMEM MEND ENO SHINGLE ASRIALT AT LEAS E TBE— ROOFING I VALIEYCEMERLNE —ENT "C NERF CORNER AT PT 45 DEQREE: ROOF VALLEY DETAIL SCAM NTB APPLY OW HTI(O EaiAU SEALANT . FLUID APPLIED PLASNNG (LAMCO WIITE-GEAL RC -SIN OR ECLIALA SLOPE GILL TO E% MGM L IT 16 Ti CONTACTOR1, RE8PON6WLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTG 14MACM NOUBESRAF! SEALANT! . GSLF-ADISEtl+G PLABNNG MATCMAL6 USED DUMLA C"TR A:TWK 2. INSTALL ALL MATERIALS PER MMiIFACT RER& UIOTTM GPKIFICATk;P* WMEIML MALANf! MAY REACT ADVERSELY IF NOT C.O'PATIBLE. - AND SEAL JAMS TO SILL JONTB WITH ff M FOLLOURNG GOMPLETIGN OF IOR RETROFIT UXMC NOTE. REPAIR SCFEME &-liMI J 81- L BE IMPLEMENTED AT ALL WNDOUIE WITH EVIDENCE OF U ATER NTRUBION BELOW TIE WIND= OPENNCA REAL INTERIOR PER91ETER OF UWCPC E U1714 r L IT W THE CONTAPATIN AY O ALL PRODUCTS TO VERIFY THE C'OMPATCILIT' OF ALL 1°IS000CT6 S'YLICL T! SEALAN. aC.FAOFEJIRNG FLASNNG MATCRIAL6 USED DWK COFtlTRCOTL TI 2. PLASHNNG AT EXTERIOR IIlOQB AND DOOR OF00126 SNLL BE WTALLED N ACCOPCANCE NNTX4 MANiAIC IA110" ]INSTALLATION NOTRCTCNG AND APPROVED METHOD U OF FBC RIMA U N ACCORDANCE WITH iBM67RATM #07placTIM~ACTUPE" I &TALLATION AND PLASNNGCHL `,`,''``��ff r WARIM IL GEALAMS MAY REACT AD%lllMMY IF �IOT CO'PATSSLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE.NTG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77ZE8 78 FAX: 407-7744078 Www.abdwigngroup.com AA M: 0003325 ST a EI �bLY' o a aUDDIV. At LOT. ABBOTT PARK LOT #19 BLK #8 PHASE #2A PROJRCT# 04181.000-19082 1[OD"* 4EBB "1828-CALI" GARAOM 811IRNO: RIGHT PAGR: WALL ASSEMBLY DETAILS 160 MPH EXP. C 202 lR NO of PPINT DATIM 12/07/121 91CAL� 1/4"=1'-O" slim= WA5 / \ __ _ i Al 2x& SUB -BAND W/I'x4' NOTCH 9 -- - -- ' ! END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP �d DRIP EDGE .i I\ ' 1/8' TEXTURED I \ FINISH * WOOD I 2x6 am DANv 1/2' TEXTURED \ FINISH - cMu , \\ a METAL FASCIA \ ii. i WRAP Ye' FROM \\ STUCCO, I' FROM \ a' '"� WOOD WALL \ / 1 EXTERIOR WALL \\ (FRAME OR CMU) \ `\ \ NOTE: NOTCH FOR 2X6 \� \ SUB BAND ONLY \ ®ELEVATION 1�q ©PLAN 8 —ROOF KICK OUT REMOVED FOR CLARITY —ROOF DECK (BEYOND) \ ,DRIP EDGE, I. OFF WALL V NOT INTO STUCCO) TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU —2xb SUB -BAND W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL VV TEXTURED FN614 • WOOD 1/2' TEXTURED FINTEN • CMU METAL LATH U1000 5HEATHIWx OR CMU MRES LAYER 9, STUCCO URAP(FRAbE ONLY) - RB LAYER 4, FORTIFIBER BUILDNJG PAPER (FRAME ONLY) DRIP EDGE FETAL KICK OUT PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS &'-S' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK-OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY u F 1441 N. RONALD REAGAN BL1N. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 w AbdwQpWoup.eom AA B: 0003325 W W V d LITT-A sumlV. at TAT: ABBOTT PARK TAT # 19 BILK #8 PHASE 2A PROi;mCT3�3 04181.000- 9082 MODRJU 4EBB "1828-CALL" GARA0Z B IrZNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C iA•A' i i'4r 28'$" 3'-2" 22'-2" 3'-4" 36'-2' 3•-W TT OP OF SLAB • I- — —FM-12X72 — — i — — FM-12X18— i 4"CONC. IN IN _ LL SLAB Na ILL �3 12' �-24X24 3'-10" 8'-2" AIM 10 1.1 i FM-, 2X18 XTEND t SLAB 1 1/7 4"PVC 1A CHASE�� I, 1 � I, TOP OF i SLAB I i� . N • I , '� , I • I 1 1A i� �' b I 1.1 I d — — — — TE1 — — — — J .I I " -57 12" ry I " 2'1 , 7'-" 5 3 0" I I I I 4 I m a O gl -EXTEND I r----� SLAB 1112 SIM. to 2 I (4" CONC. LLI cR FM-12X18 1 SLAB awl >< r m 1 to 1 31/2" al 51 _ 3 " 12- I 2 1# 4711T I 1 1A t 1. 1 I t. L 1. FM-12X18 — J1 12 FMC-12X18 a FM-12X18 FMC-12X18 4 4 L1 3'-10" , 0'-2' 2'-8" low2'-8" 21'3" 14'-0" 4'-4" FOUNDATION NOTES 1, SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOV#DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13NDICATES #5 BAR, BMDICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 9W HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOW48LE SOIL BEARING CAPACITY OF 2,006'SF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4M&02-18, US1HG: Fm = 2.000 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 WlA4 W1.4 OVER GENERAL 3 UT 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - (2)#5's FM-12112 IT CONTINUOUS 12" - (2)#6% FM-1208 12, CONTINUOUS 18' (2)#5% (+)0'-0" FMC-12xi8 12, CONTINUOUS IT - (2)#5's VARIES F-24x24 24" 24" 12" (2) #5's (2) #Fs FOUNDATION PLAN SCALE: 1/4" = V-0" i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX:407-774.4078 ww zbdesoigroupeom AA #: 0003325 [till uT®Qa�' IWELi munDiv. at LOT ABBOTT PARK LOT #19 BLK #8 PHASE #2A PRO"=T# 041 1.000-19082 MODMI.: 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DAM 12/07/21 ScALE: 1/4"=1'-0" SHEET s1 30' MIN. EACH WAY MONOLITHIC FOOTING }} IV ' — — STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTEDs�""` P v CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d�d _ CELL SEE PLAN FOR SIZE AND S SPACING REQUIREMENTS f • P' as GARAGE DOOR RECESS FM 9a O 8" CMU WALL 8" CMU WAU- I. .. CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30' LEG EACH .+ B' { m b +- 0-0' • •, WAY AT ALL CHANGES IN DIRECTIONS - �. TOP OF SLAB I ... SO THAT THE STEEL REINF. IS COMINlK1US TOP OF SLAB v MATCH AMOUNT OF CONTINUOUS BARS v CURB FOR a.I SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (iSTORY) ... - 4 • SEE SLAB SCHEDULE TOP OF GARAGE E. PORCH SLAB .v •IT LL • R. I .I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE - MASONRY UNITS SET v:d, AT ELEV: W1112" ISOLATION 6" CHAMFER (2STORY) ^ • � 4" CHAMFER (I -STORY) W/,/2' ISOLATION 6" CHAMFER JOINT (WF,ERE i • #4 24" APPLICABLE) SEE sCHEOULE 1Rvi 3O' l" :. (2-STORY) JOINT (WHERE •! • SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 3 FOR MD, BAR SIZE #6 36' APPLICABLE) ?. i FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY f AND BAR OUAfmY NUMBER OF BARS (le. 2 TO 3, PROVIDE BARS), UNO #7 42 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE o 2 scALE:34"=,-6 CORNER BARS DETAIL DOOR OPENING scALE:3r=, @ GARAGE 3 4 SCALE: 3/4'=,'fi SCALE: 3/4"=,•-0" (1) #5 REBAR VERTICALLY Wl CONIC, u. POURED CELL o a 8" CMU LAP TOP PLATE AMW. OF 46' Co. AND NAIL W/ l6d COMMON S #4 REBAR Q24" O.C. @ CENTER OF NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT OF WALL W/ PLAN SLAB LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING a O I WALL W/ SYP I 2" CAPPED GALVANIZED PIPE U NEW REINF. BAR SECURED W/ 2-PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W1 SPACING. SINGLE BTM. PLATE 1/2"z0" WEDGE ANCHOR W 2' W/FLANGE BASE EPDXY. MIN. EMBED TO BE PT, PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH 8", LINO PLATE EPDXY 5-1/2" EMBED. MIN. 16.00 •. c• § § i FOLLOW ALL MAW. SIMPSON SPH4 OR SPH6 MAX. it 4" CONC., REINF- VY/ m » % SPECIFICATIONS FO2 AND T O n .j "x6"#10VWNON I USE AND ANCHORS W/,OdxBTM 11(T 6-MIL POLY ETHYLENE SECURE FLANGE TO 4" 4" PREPARATIONOF COMMON NAILS FILLALL .I�•, APOR BARRIER ON SLAB W(4) 1/4" X 2 1/4" O HOLE. HOLES, DO NOT USE 10d w I Td' WELL -COMPACTED • I I TAPCONS z3" SLAB SCHEDULE .. CLEAN FILL TERMITE f 111 " a TREATMENT SHALL BE c ..�... BORA-CARE P QQ .Q [SEE 0-0 TOP OF SLAB - �� '• (2) CONT. #4 REBAR 4" CHAMFER (1STORY) . f 6" CHAMFER (2-STORY) ^�• - 4 (2) #5 REBAR ON CHAIRS 12" MIN. DEPTH INTO .1 ` 2,000 PSF VIRGIN SOIL OR 85% Ea ED. VIRGIN OR ENGINEERED SOIL �j COMPACTED SOIL SLAB HEIGHT LESSTHAN3S" PER PI/W BOLLARD 5 ADDING BAR TO µoM Q R EXTERIOR MONO DEEP SCALE: 3 4"=,'-0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL SGALE(W/ UPLIFT) TING W/ BLOCK WALL Sf�L scALE:34'=r-a' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO a BTM. PLATE TO BE FT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/,Od MASONRY NAIL Q - SLAB W/10d MASONRY 12" O/C STAGGERED. Q 6 NAIL 12" O/C STAGGERED. ADDITIONAL METAL D y ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS REQUIRED WHEN NO POURED LINTEL CONT. (TYP.) REQUIRED WHENEN N NO UPLIFT IS PRESENT. 1•�. UPLIFT IS PRESENT. ( ,) 8" CMU FILLED CELL TVP I•_ _ / - —� TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING iii SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5' • MINIMUM EMBEDMENT INTO TOP OF SLAB - TOP OF SLAB'4 a ..ISOLATED" COLUMN PAD s m—, GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND ,6" O.C. VERTICALLY MAX '�_ • POURED MONOLITHICALLY WITH • 4� - __ •-� „ - - FOUNDATION AND SLAB a SEE SCHEDULE d • SEE SC MILE -' FOR MD. BAR SIZE S FOR WXD, BAR SIZE ./ AND BAR QUANTITY EQ. EQ SEE SCHEDULE AND BAR QUANTITY /Ali li� FOR WAD, BAR SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 8 INTERIOR CURB FOUNDATION WOOD WALL 9 SCALE 314"=1'-a' (NO UPLIFT) 10 sG"LE:34"=''°' 11 SGALE:a4"=,'-a' SCALE: 3J4"="°' (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesWWouµwm AA $: 0003325 Fa 4 y 4 auHn:v. ae LOT: ABBOTT PARK LOT #19 BLK #8 PHASE 2A PROJECT/ 04181.000-19082 a10DRI : 4EBB "1828—CALI" GARAGE 8WVWG: RIGHT PACE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 114" = 1'-0" -1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbde ig oup.com AA 0: 0003325 r a Ipi UNI & LOTABBOTT PARK LOT#19 BLK #8 PHASE 2A tOJECT/ 04181.000-19082 uoaIC1.: 4EBB "1828-CALI" GARAGE BWMG: RIGHT PACE: DOWEL PLAN 160 MPH EXP. C %, " W No 98723�rto M J Dw� 12/07/21 SCALE: 1/4"=1'-0" >91� s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK -GROUTED BOND BEAM PER CLEAN OUT REQUIRED FOR INSPECTION TIES ERTICALREBAR TO HORIZONTAL. - ° REBAR W/ 10' HOOK -.2A— BAR SIZE 46 BAR DIA #3 1 1 B" f H #4 24" #5 #6 jj HORIZONTAUVERTICAL #7 REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 112" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS mw V D m °s e" CMU WALL sr SEE SLAB SCHEDULE 4" CHAMFER (I-STORY) 6" CHAMFER (2STORY) MATCH STEEL f REINFORCEMENT h PER SCHEDULE SEE D, MR I FOR SIZE MR BAR AND BAR OUMfIRV TOP OF SLAB T BAR SIZE 148 BAR DIA ! #3 18" #4 24'• #5 30" PVC CHASE 4 THRU FOOTING SCALE:3/4• V-6" IG REINFORCEMENT PER SCHEDULE #5 BARS ,i- ■ 9 T Q CMU UNIT DIMENSIONS � ARE NOMINAL SIZES • 3 MASONRY SYMBOLS SCALE: 3/4'=1'4r 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774E078 FAX: 407-774-4078 w .abdmtgngroupxom AA #: 0003325 i� � ` KK x F S C 8unaiv. do La ABBOTT PARK LOT #19 BLK #8 PHASE #2A PROJECT/ 04181.000- 9082 MoaEL: 4EBB "1828-CAU" GARAGE SWDM. RIGHT I AGE: DETAILS 60 MPH EXP. C m 9�I23 DRINT A I ., 12/07/21 8CAL.E:1/4"=1'-0" sits= S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1 /2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B-O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E-E- = EACH END, O/C = ON CENTER, F_E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�) REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE 1 SPACING BBt MASONRY 3000 Sxe (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES 8F16 MIN.-1T/OM/1B 17'-4" BTM. OF LINTEL @ 7-0- ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4' = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesoWoup.mm L AA #: 0003325 W IL a VSDXV. aJPART ABBOTT LOT#BLK PHASE PROJECT# 04181.000-19082 ItODEL" 4EBB "1828—CALI" GARAGE SWING. - RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH E . C ool S ND A AR N BASF 12/07/21 eCALE: 1/4•=1'_0" SHEET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10" HOOT( — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' 04 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. x1 eQ F = FILLED I#GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP r,8" 1. PLACE LINTEL ACROSS TOP OF OPENING. gQSlp SEW2. gig IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR 84 LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'k16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •• COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. _ 1 J v� - WIDTH WIDTHTM —*Or "'S, IN 2ND BOND BEAM COURSE 16ro11 /QB NOMINAL�� P� # HEIGHT x ne xc e T IT IS THIS ENGINEER'S INTENT �`^•" �"^^' "`^'^"� THAT XFXX-1T/1 M,UB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX-,TAMKIB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEERS INTENT AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE CAST '�31AP 4_ WINDOW SILL Z ELOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE:, 1/2'=,•-O' 8.16 DBL BOND TO F BEAM W/ (1) #5 BAR' BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF Wt(1)#5 BAR Cl= BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR WIDTH OPENING-? BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Ll) REFER TO PLAN FOR LOCATIONS mo . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND ,0" O.C. MAX. MIN,-lW EMBEDMENT 24 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEADSIZE.300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1W EMBEDMENT 2x8 (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2- SOLID BLOCKING 1/4°) 8" FROM EACH END AND SECURE TO SHEATHING W 78" O.C. MAX. MIN TAX MIN. 2-12d PER BILK EA END EMBEDMENT OSS SHEATHING WALL ARCHWAY FRAMING DETAILS SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACSIDE STEEL REINF. OF OF ELEVH ATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 � lie IL lid m �d c geglE BVSDIV. ec MI ABBOTT PARK LOT #19 BLK #8 PHASE 2A P1toi=T# 04 81.000-19082 MODZ ,: 4EBB "1828-CALL" GAP—*MZ 81111ING. RIGHT PARSE: DETAILS 160 MPH fA. C IMA ABDCiM/ DA 12/07/21 scALE:1/4"=1'-0" ammum S2.1A 11LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEILOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 SM40 & 1 1T 1T 1T TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH &%-1T 6116.1T 820.1T &24-lT a2a-1T 813MT ew is iTn 1Tn 1T 1Tns 1Tn M-zr 6na-zr vA-zr 804-2T &20-zr ara2-2T 34' PRECAST 1438 952 3114 4217 Gm a426 7531 3'4' PRECAST 689 1024 3'4' PRECAST 1589 3524 43" 520 6132 7001 24e6 6113 8985 7706 9031 10000 1589 3524 4994 8283 6132 7001 4'-0* PRECAST 1065 700 2305 3125 3946 4765 SW V4r PRECAST 514 783 4W PRECAST 1303 3000 3915 46M M 8079 19w1 6113 7102 am 7W7 8751 1303 30M 3816 4670 6325 a079 V4' PRECAST 819 633 1770 24M 3033 3M 4300 4W PRECAST 398 591 4'4• PRECAST 1207 2582 3375 4043 47" 6379 1625 5743 7547 GM 6541 7505 1207 2707 1 3375 4043 4711 5379 Ste' PRECAST 931 1247 I= 25M 3123 3668 4246 Ste' PRECAST 411 411 S-4 PRECAST tole 1908 2374 294 4 3513 4084 1319 4460 Tips 7342 Slap 1016 22M 28M 330 3961 40a4 5-10' PRECAST 817 1024 1631 2090 2549 3000 3470 5-10' PRECAST 340 339 5-10' PRECAST 909 140 lal 2443 2915 3367 1161 3693 San am 6548 5776 on 20M 250 3107 3az9 4133 84' PRECAST 682 1139 3227 3031 3707 4363 5081 8'4' PRECAST 410 721 8'4' PRECAST 835 12M 1676 1955 2332 27M 1130 3227 4598 7064 10000 8925 835 1868 2329 2790 3251 3712 T4' PRECAST 570 998 2490 2206 2M 3191 3885 T4' PRECAST 303 534 T4' PRECAST 716 900 1181 1462 1743 2025 ON 2498 3406 4984 7087 8472 727 IVA 2M5 24M 2827 32M SW PRECAST 426 633 1593 2204 2481 2818 2821 9-4- PRECAST 192 384 94' PRECAST 454 Sea 767 90 1129 1310 we 1474 2206 3081 40M 4a89 on 13ta 1643 1900 2164 2519 10'4' PRECAST 388 197 1247 t787 1904 2163 2026 104' PRECAST 151 301 10'4' PRECAST 356 468 612 765 we 1042 s0 U07 1887 2781 3222 3784 504 ltso 1472 1763 1710 toes 11'-4' PRECAST 330 644 1312 1742 2252 2MB 3030 11' 4' PRECAST 132 417 11'4' PRECAST 430 408 530 853 777 872 544 1312 1742 2252 2889 3552 488 1042 1372 1643 1470 1Ti0 174' PRECAST 308 907 1210 159S 2048 25M 3191 174r PRECAST 111 370 121-W PRECAST 303 3" 476 w W 783 507 1210 1596 204a 2586 3171 440 040 1300 15M 1314 1470 17W PRECAST 270 433 1045 13M 1732 2167 2535 13'-4" PRECAST 82 298 13W PRECAST 306 303 393 484 575 646 414 1045 tm 1732 231a 2w5 EB 780 t067 1312 tali 1203 14'-0' PRECAST 380 978 1272 1800 1986 2279 14'-IY PRECAST 71 293 14'-0' PRECAST 279 278 380 443 we am 300 978 1272 tape low 2380 378 717 98l 1102 975 1133 14'-8' PRESTRESSED KN.F;L NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'4' PRESTRESSED 230 422 506 us 746 855 459 1079NJNR 1824 2277 2712 246 053 980 1237 1474 1715 15'4" PRESTRESSED NR NRNR NR Is-4' PRESTRESSED N.R.252 15-4' PRESTRESSED 234 387 464 574 694 799 412 1014 1706 211$ 2513 230 816 908 1134 1353 1572 1T-4" PRESTRESSED N.R NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1T�" P 197 329 365 Oat 587 680 900 868 14t3 1739 2047 192 606 720 601 1136 1312 PRESTRESSED N.R NR NR NR NR 19'-C PRESTRESSED N.R. 148 19'-e PRESTRESSED 162 200 348 430 513 59519'-4' 295 796 1200 1487 me tee 428 6z3 803 950 lose 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'4• PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 627 180 so893 1098 1188 1488 142 379 637 890 816 943 27-0' PRESTRESSED N.R. NR NR NR NR NR NR 27-0' PRESTRESSED N.R.118 27-V PRESSEDW32290 859 428 487 1es 560 784 002 1203 1381 613 ese 779 900 24'-0' PRESTRESSED N.R NR NR NR NR NR NR 24'-0' PRESTRESSED N.R 91 24'-W PRESTRESSED455 24S 302 300 418 128 450 864 824 1014 1147 581 897 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOT rS MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 W AbdesWiWoupxom AA M: 0003325 &t o GI S N c 19Q7gaLV. ec Lo ABBOTT PARK LOT # 19 BLK #8 PHASE 2A PROAMT/ 04181.000-19082 moaEZ. 4EBB "1828-CALI" GARAGE WINM iO: RIGHT PAGE: SAFE LOAD TABLES 160 MPH FIR. C AT1C 12/07/21 aCALE: 1/4"=V-0" DMEET S2.2A FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 117 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) fOd x 1 1/2" HOG NAILS, WOOD TO Wt'K)D: SIMPSON H 10A OR LGT2 W/ 10d x 1 1 /2" HDG NAILS, FILLALLHOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATH W G SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE. CONNECTERS ARE TO BE GALVANIZED. - 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, A 77" " x 2 7/8" LONG, WITH WASHER @ 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0%FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2xe BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALLTRUSSTO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. / N r TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ zy SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ1 n -/-- CJ3 n n n iC I u x n n x x x p u u x n u P __ATTACH 4'-0"LONG 2x SCAB TO CJS-- n I, I x TRUSS W/10d NAILS66"O.C. q II I II (4" FROM EA. END) 1 —'mot �xa sec c�se'o===mXe. I I G O-_-- r-- O ® A W Z a ===o o=== Z U 0 � I U —_ 1�=—= PREFABFK7IT® -- _=-=-_o®2 I I I w O a G O to $ R � oo cs=o oco= aoa ZJ Z¢ oa �co so=c==cma U O K :g I I I I I I mom' eea�sm9r^eeesa�a�/ O U I — a: N 00 �a ama JZ as�a�s �Q U 0� a a� oC, I I I O ass a a� U dpea a�taa� aA�a a�t� 1A - ___ 1A to 3.1 --- - 3. 3.1 1 Al Al I I 1 i224" I ATTI"x5C I —.$7 a —As All .4 ¢ FRAMING PLAN SCALE: 1/4" = V-0" CJ1 I1 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w .abdeslgngwup.eom AA N: 0003325 epo O c Li e m � IE k W lil 0 x mm-BUDDIV. AC LOT: ABBOTT PARK LOT #19 BLK #8 PHASE #2A P1tOJECTp 04181.000-19082 MODEL" 4EBB "1828—CALI" GARAGE STUNG: RIGHT PAGE: FRAMING PLAN 160 MPH W. C D � 12/07/21 8CALE: 1/4'=1'-O" slfm= S3 A-(7) SIMPSON HETA16 TRUSS ANCHOR WATH I% 10d x 1 J" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR MATH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 a NAILS TO GIRDER AND (2)SIMPSON HETAI6 TRUSS ANCHORS WITH (12) 18d x 3 ? NAILS TO ORDER 1.2. 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W7 (3) 16d GALV. COMMON NAILS. Ix2 SECURED WN 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27.4", 6", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, X O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSONHETA16 — TRUSS ANCHOR WITH (9)106x 1 }" NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR Ix2, 2x WOOD FASCIA J SEE ARCHITECTURAL 2. SECURED WP(3)16d GALV. COMMON NAILS. 1.2 SECURED V010d MASONRY BOND GALV, COMMON NAILS BEAM 12, O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 1Od NAILS, 2 ROW$ 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE ORDER TIEDOWN REQUIREMENTS. A{1) SIMPSON LGT3-SDSZ5 GIRDER TIEXM N WITH (4) e x S"TITEN HD TO CMU AND (12) SDS j" x 2 � TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDCVM WITH (2) i x 5" TITEN HD TO CMU AND (18) SDS i x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOVMS WITH (2)� x5"TITENHDTOCMUAND(18)SDS Yx3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dx12 HOG NAILS EACH ENO. TOTAL OF 10 FLOOR GIRDER 1TT4 W/5/6'A.B. WRH AIN. 7" EMBEDMENT 0 I R/ TO SLAB & (18) tfid x 2x4 OR 2x6 WOOD BEARING 2-117 NAILS TO POST, WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. 5 GIRDER/WOOD POST CONNECTIONS scALE: as=1'-m 4 FLOOR TRUSS CONNECTION @ L.B.W. SQALE:34„=' (NO UPLIFT) NOTCH DEPTH 1/4>S •D OLE EDGE ',III OLE DIAMETER < 2/5'0 SGI. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE>5/6' BTM. HOLE DIAMETER PLATE < 3Ai'D OBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 7 1/2=1'-0' C-0" MAX (W/1X4) OR is-O• MAX"04) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1W x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLEDON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �--- TITEN 2 ANCHORS MIN. Z' COVER & TAPART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0' )IAGONAL CHORD CING, SEE V FOR LOCATION NOT BE UIRED CHORD OF 'D ROOF TRUSSES ix4 BTM. CHORD BRACING 6-0" O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECURED W/(2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0'• (2) 2X4 No.2 SYP DIAL - BRACE W/ (3) 12d @ EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-7" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REO 2.4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0- O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT W92' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX SECURE GABLE TOW P.T. PLATE W/ 12d's 9" O.C. MAX CONT. 2x4 SECURED W/ (2) 1Od's @ EACH TRUSS TO BE INSTALLED 10'-O" O.C. MAX BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=I'-n THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WAND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w Jmbd••i8ngoup.c AA #: 0003325 LC o 37 N r�r II p A aummxv. ae LOT: ABBOTT PARK LOT #19 BLK #8 PHASE #2A Pnon=T# 04181.0 0-19082 MODEL 4EBB "1828-CALI" GARAGE STIMO: RIGHT PAGE: DETAILS 160 MPH EXP. C L u r12/07/21: 1/4"=1'-0"3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DING. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA 4'-0- O.C. (AT SHEATHING SEAMS) TRUSS (DIAG BRACE TO COVER 5 TRUSSES) '-0" TO 30'-0" (1) "X" BRACE 0'-1" TO 60'-0 (3) "X' BRACE PRE-ENG GABLE TRUSS 1) "X" BRACE 0 CENTER 2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB4 ROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 0 3 l F PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. W, 2x WOOD FASCIA NECTION PER W.= SEE ARCHITECTURAL SS AffG.2x SECUREDWd(3)16d OODGALV. COMMON NAILS. " IXC,1x2 SECURED WN 10d DRAWINGSGALV. COMMON NAILS CONT. 2x4 RAT RUN12,O/CL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:3W=1'-(r VTCR SPACING (1) AT EA, AND 6'-0" C. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE :'IT .S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS R-O" O.C. (AT O SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/TRUSSPLAN W/ 1/2" DIA. ANCHOR BOLT W/ T - WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" 0 C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED C 10'-(P' O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 6 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 w .abdimigrgoup.mm AA 8: 0003325 t s� 1(�p}! ylllpLLL�111� Btnmly. a LOT: ABBOTT PARK LOT #19 BLK #8 PHASE #2A Pnon=Tp 04181.000-19082 1c0aaL: 4EBB "1828-CALI" GAWAOa S' M0- RIGHT PAGIL DETAILS 160 MPH EXP. C lNO�J Dw 12/07/21 SCALIM 1/4"=1'-0" slim= S3.1B I— �,k ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 0 APPLICABLE INTERNAL PRESSURE COEFFICIENT:-/-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SWANK GUN NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA TENSILE STR. SHANK ASTM 10d RING SHANK 2 12" 0.131 F1867 SCREW K 170,000 NG ((1116--20 RINGS RSRS-03 Ed RING SHANK 2 3/8" OA 13 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SWANK PNEUMATIC 231T OA13 SCREW -NAILS RSRS-01 RSRS EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS V O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 5' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS Q 4" O.C. ON EDGE AND I O.C. IN FIELD ZONE 3,3e, 3r: tOd NAILS 4' O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 WRING SHANK GUN NAILS BMOC. T-4D 0M EDGES i� y0 TYP. EXT. SHEATHING ATTACHMENT KAt IRK VK IKUJ'J ROOF SHEATHING 0 0 � 3 m BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOT ' GABLES -DROP GABLE END & (1)ADUL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W BLOCKING 18"O.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE lGd RING SHANK GUN NAILS SEE "ROOF SHEATHIINGATTACHMENT" TABLE FOR FIELD SPACING \ C#8 2" DECK SCREWS O 6'-B" D.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARC7-AifCTIlS2Ai SYRAW4NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPUCABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION AG 31844, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402(602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT MERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL OOWORM TO ASTM C131C33M. MAXIMUM AGGREGATE SIZE SHNL BE 31T. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR MATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BMRIER MEMBRANE UDBRALL SIPBSON43RDIM WHEW INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITHADFIEBffTAPE FORM -WORK FORWAORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHAG 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM4AORK. WOOD: NON -BEARING WOOD HALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Po = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SKALL BE BROUGHT EXI USIONS' FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTUMRALDEPENDIND PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH Zx STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUL)ING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP M12. IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WISIDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRAG NAG, GUYS OR TIE-DOWRLS. WELDED WRE MESH, SHALL BE ASTM A10641A1064M, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE TH S' AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED W TH 2' CFW RS SPACED 3'-0° OC, EACH WAY. TOE DESIGNEDANDFABRICATEDINACCORDANCE WTHFOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION NSISH SHALL ANID STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DEBITED SHALL BE SI NEDA PA. TRUSS DESINALGNS REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRICTION LOADS. O DRAV%A SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEH: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRACE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE PICA. ENDING AGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. TYPICAL B DI DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH ,"DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-VWOOD TRUSS CONSTRUCTION:,N:, AND 'SCSI LATEST EDITION' AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALFLATECONdECTED ROOF: LIVE LOAD FLOOR LIVE LOAD 40 PST REVIEW WOOD TRUSSES. 20 psf TOP CHORD nanconwrren[ TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' 10 psf BTM CHORD alDncanwrTent #5 BAR - 30" #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD PROVIDE 36°x 36"CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSIASCE 7 88: 1990 15 pd TOP CHORD 20 psf TOP CHORD . (7 pd 4 ASPHALT SHNGLES) (10 PST 4No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 pst BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W NO UPLIFT: 1 OpEf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR SEARING WNO DEAD LOAD SPEED-160 MPH 3-SECONOGUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pet, GUARDS AND HANDRAILS: 200pst, GUARD INFILL COMPONENTS: 50psf, PASSENGER VEHCLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40pst SHOP DRAWING REVIEW: SHOP DRAWNGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHTECT DRAWINGS SUBMITTED WITHOUT REVIEW DULL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPUGES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY - MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBUSHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM C410, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SKILL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE W' OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF ZOOO Psf, FOOTING PROPORTIONED AND MIXED AS OUTU NEE) UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCHOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTVRAL STEE: BE MADE BY THE GEO-TECH ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE" SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 kv FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE S. Py = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 21500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NORADE 35Imi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SFDP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE-NUF LEVELING. ALL CONTRACTOR %KLSUBMIT PROPOSED MX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE BLIMP SHALL NOT IXCEE)5"d- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURNOFF-THENUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI MS AND ASTM C94/C94M OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPM WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES THE CONCRETE SHALL NOT BE PLACED. IT SILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE GAINERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE RED RED CONCRETE COVERAGE OVER RMARSALL BEASFOLLOAB: A 3FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IFOUDATION4 S FOR CONCRETE EXPOSED TO EARTH A DPORWEATHER 1-117FGR 05 ANDSMNLBR 2° FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. DETERMINATIONS, FEASIBIUTY & ARCHTECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWNGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. S URES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS FASTENERSCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APhICATgV SIZE SPACING REMARKS AWUCgTON 512E SPACING REMARKS I,Q PTR1p2NG TO MA9WRY/CCNG CASE HAROB4EDCgL L eOF ARAGE WOR dMJ( FASTENER 8 PC ABED. /2'®4•ENOOU C ST. .DPN..EM ODORS CASE HArmFN®COk 8'O,C WINpDN60DORlF ENEO DO 9K1t 3,B"PANT E%PANStONBJtT t2-(YS"DUy 4- EMBED.. 4'HL NDTEB —ONG. SERED TAGG T � 4'O� H 0✓4 3'EDGE GISr. CASE PARDBL''- wwoR/FASrEN® M AL STRraro CONTACT THIS ENGINEER FOR SPACING P"T,SEEN6 NNLIWrL—ONG EaEo ° o R" °" REQUIREMENTS sPT. DGaR 111 •TAFoxr +In^EMBE0.6•ElD. BUCK 2a PT SEENOTE6 FASTNBt DST.11r2'EL'GECIST. �xo—DID " p.t 38'P 2— 8'GC 1-END. DUST., I N7 STEEL — SEE OTEB 9iAGGBREDEDGE DISr. NTEB 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE & W NDOW AND OR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILEDAND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w A W.abdeskM*up.com AA #: 0003325 -A p � C d WE v oulmly ae LOTs ABBOTT PARK LOT #19 BLK #8 PHASE #2A PllOJECT# 04181.000-19082 MODEL' 4EBB "1828—CALI11 GAGE SWMWG: RIGHT PAGE: DETAILS 160 MPH EXP. C D TM 12/07/21 sCALE: 1/4"=1'-0" sHm= SN1 KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS IWAU A1nON ANCHORA" PETULS erexA9ae s cWl MEnYatTew�R/TWnLL�Op� DN uNaG �T �9e�irw rwwtatxnwwrnt�rY'w[�roJeAGN1E xNcmmean* m YON9NIPCDeT ESAFKI4MeD P'm0.'R9wDGG9t 3 DFRYA[.REMtP{IDFFm»MAAwD'/MDN+/wwC{*M[MD�gl ry tAYFYOT1RwwNLt YPMNW,YRTR Ai.4'. V'. N'np,4116 easa T9,P Pa rw. .. NKAM4Y 9PmeNIT[ei s,PVGRN»GDYALT4 W-WIMr"!NP [twD m.Nr,Dca.�wmnnwwenavwt[IF4FePa[me ara AAu[eDEr{AwaDTD wunn[u xY1n,FTuot»n,o 1PANF»N11NG NF{B9PAEpFxeFWaFOT[Mx.s W Glyp64B R Tryt �Ms:{Fc�fDwGypr�yD+w��Yyyx.<w.asE DwwnD�1�BE�sppnEm�TpENPY� •�QGuwt?Is AWIAR ltMw[Y �MtYDDFATweinunlKaE4CN ptiEGTI e_ RNRE0.AlIA•A NOT IInRONpDPl1�[YL{IW,4PEDp<w s. FGG9WNMABN,NE GVNIRR®PXwDr 111E FU EEA{�ADwDGD9E ww[6nwxwnBnY[rxvxDNOTiEF YN,Onc,14{e MOTSut'eN10 F. �Jwp,O,ATMTD{W.,EFRDYMlRTn4A iIT10ptM1,s ewol4:ennD ewEP[mY IT n{wA+rD v{wA4L an nosru.�Fwwrtcs IMAVus{IwLELDwN'.DPmvee Nmm<uuArt {DmxD= tM,W RNo[[aG Ot r N!iFAe[a,tuN.CcoMNF[w,wm NLw[IT eAnPror s. «%Wu � DapEn�C wronwwTlpn•xs{nw oq[+F DESIGN PRESSURE (FSF) RATING AT IO" SPAN (NOTE 2) YAM sow LtI MPTNEAmNk6Tw9 m9wuS 0 "I'lLB4NM6 P+IItaw " NZITMAMA •""'F*J MINI Itn N. ,Y TAq{ r IOYI rNP[ / FO+V46 .LAP/"eAi Y% Y/A 4_yM� / J-OWNfe rMx/-[D... .. M Y/a YL DLtl WO 90TI la Iln wllm sYm �-t.: nl6 / l.v�»t\ sM>/-ear a,s rOw46 / .-oopwnn� w.T/-.D M 9IR Tflnm AlFY PI Hj40�R,6LiF9 Fb qo�P a{�Sm awi WI W{ r 4�lQL K POtE1W R wsPY�M 0.[ PER M {V4rpc atop v *»: FIpg4 Itt9l0 ST9E FP aPAN.ttl+ W „4 BetbTl ngluls IFY[rw MPG a Ar rAFMC n�N1LLWl we weAY+N O' [! ,r. ,mlerl�n,c ocEat sar t rwi mlieaE[I o{nr_t � " TABLE OF CONTENT �{u.w[ornuc*sam sPallorwYR lgr6JYnr0aYAn eDP�i[,wKSMGMDIM M, I�INY wean+ ancrwawR . anaY YDTtT. tArD1e[Yla IFwla TERo Awtwe YGYYRDNDPP�N%TI NPYwryiRYR WMMnCNa+D Front N.D're nan9�Imnan M G{T[A *Oget4,4NDM W 3' YM { b4unW YPEY NO a ONICs ai YNNFti Awe wAN{4AOM I[hAA TnYIE;r:J1 WIgYCTW • OeL.L o+owrr0 m+a,lwc,loll {Aa„n.on EtpAs . YRdIaY [ AfmT rLAAE OIw6 NOT / IPI VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS NSTA[u10Y r FAY%wO,q ps+lal ,., wHtk[tAA:lecwffisEC1gNAwgNN ar+A9£sY4wrDEPCI ffiYC[E O.nxS Fo Y Eav[ COMYI W CTIOY OF Trt164NbOD F W W NG M flEYE 9 SPfP watnLE,YtYxl i0 ,KEEGDMYAIMTLTq p4Y M LDN4 M NwNVUT FABitNER REOLIW.MF2R44NDIP/V1 EWTA AM iWs,M1ER l,i. 9EE intEE0N1NRSNEET FORAwY$IY N'. 1Y, 1#1; •, H'nap w'. {. wATq,ATaN vAslENlles ,T. FwaTFNFPAAwIPF t,A,YnF,x,PF,FNFFDNFNT NNIFD[i DxratFs s,Y'.N44 IYAEN{CYIYc9PEGTNE$Iwel Mif.sfEFAeTENER snODUtLTM[E OFiTMIs .:- NMMM EYBEp4EA1 EN41V7E w4LL FB+PiNE/Ba0.4pNi WTN91LMItp TD BYLgGO.rpYY.emc,c�NEFAnYDwetwY.EoatpE.Nrc EaSlufGeE Wa+ro P1ftYENTNE QRMiW6PF EYYflMTewA,eRN.. :1 {RTFAIEE19iNl w10E1NN1nENATAyAIICN DI]KBDOwtTAAEwYC ACfq,wr rEN,tFNYEi YU{{IMbN OeGMMEAe BM+tl wAP9PA i'AB+ MEW4rFDFA4.TFNt 9FE r497{MAeq(.IUAF _.. N f€T. t. CORiACApY ABYsiwT �Bw4e5CMrv�AYwE wITHixE 6UtelPa A''�1[pN.{. FASTENER SCHEDULE a»ww°ii "surx/I'i w fA+Fn+ .om 1/e- ''�aiioa E s�aeOYY" a wAONr. , ,"Vr MR ,: {YNDIw,[ w� eE NtlG>m M ABewIA elAlYw[O AO{N42 DY IEYPM DT FMRwII TO YW WI EI@FM DD1Y N1D ,r{wrM4Fw4VNrt/R0.emrBEIpAJMt �� 4gTAWTMN DAK{AtMWr .w».. N..4w .AL't` Aic �T isT 4A ASC LE 4 YI -A's uts IA co.DAL Fc ul v. SI.3 - s 511 AACaDAc !U w _;!Ds_ w ..c DAE ALC 417 411E A.4 411 tA91104 4 L54 1/2" J—CHANNEL/TRIM VINYL (No. 1100) .25n row L1 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT $Vm 181l�DHAE1 FASCIA 12- TRIPLE 4 SOLID NO. 0623 SOLID SOFFIT 12' TRWU 4 FULL-O-VEW 1/2- J-CHANNEL 4- FASCIA NO. 0622 VENTED SOFFIT VINYL N0. 1100 ALUMINUM NO. 9700 12' 1I61-LE 4 FULL-O-VEW MO NO, 0639 VENTED So" BILL OF MATERIALS IRY M,IW w»NN A! �� {GLPAE dl 44TT , NO DLYOiB xMDA - {t{ PDRq w AILT T MDR f0 9Y AHI , YYE,U . -A' T-wL Fw mNpE,{ «O p 4 4MY/• 0NC101 t 1-T/r• Alr N„E {EEst 9 fAII - { Y NwAw YOED M{Tp[ - Ai . L4T ,A[ A'JOD f2 W ML sl{4 ® TRIM NAIL INSTALLED THROUGH 0FASCA C 16 oO.0. MAX ES INSTALEDAPSTHRULOFFITAT NAL HEMANDINVALLEYS FASCIAJC MAX DETAIL A FASCIA 0 STAPLES INSTALLED® 17 O.C. MAX ONTO WOOD) IN J-CHANNEL SLOT OR T44ML N 12'O.C. MAX (INTO CONCRETEIMASONRY) BOARD BY OTHERS STAPLES INSTALLED THRU SOFFITAND JCHANNEL AT NAIL OFFIT0 HEM AND IN VALLEYS STAPLES INSTALLED® 17 O.C. MAX ONTO MANNEL ® (2)WOOD) IN J-CHANNEL SLOT e 2X2 W0008.4TTEN ®0 TAKES INSTALLED 0 THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS BLLX3- WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24- MAX O.C. DETAIL AIL DO STAPLES INSTALLED J-CHANNEL THRU SOFFITAND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS lJ kA DETAIL E J-CHANNEL BATTEN STRIP ANCHOR O2 1 Od NAIL AT EACH TRUSSMOIST/RAFTER LOCATION NOTTO EXCEED 24' O.C. INTO FRAMING { TRUSS/JOI / BY OTHER HANNEL © v DETAIL B J-CHANNEL FASCIA © BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOTTO EXCEED 24" O.C. INTO STAPLES INSTALLED THRU SOFFIT AND JCNANNEL AT NAIL HEM AND IN VALLEYS 0 11 1X2 WOOD BATTEN �•�'— �1X2 WOOD BATTEN / O SOFFIT NSTALLATION SCREW, ®JCHANNEL- BATTENATTCHMENT FASTENER SPACED 2P J_VMAX O.C. TAPLES INSTALLED® DETAIL C iz O.C. MAX ONTO WOO D)IN J-CHANNEL J-CHANNEL © SLOT OR T44NL@iz O.C. MAX (INTO CONCRETErMASONRY) BY OTHER 2-i /4" NSTALLATK)N SCREW, 24l BATTENATTCHMENT FASTENER SPACED 24- MAX O.C. STAPLES INSTATU.M 0 1 z O.C. MAX (INTO (DWOOD) IN JCHANNEL © SLOTORT-NAIL@iP OC. MAX (INTO CONCRETE/AIASONRY) WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1,, MINIMUM SPRUCE -PINE -FIR FRAMINGORCONCRETEMASONRT. BOILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMiNG OVERHANG EAVE CONSTRUCTION EAVE WIDTH (ROOF OVERHANG) EAVEVMDTH (ROOF OVERHANG) CONCRETE; lyr CMU OR WOOD Aillik (NOTE:1) Ar� CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAII'E' SEE DETAIL'O SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END A NO--- {E-N- �{I CIAL A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 J {A FETAIL A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 ELAI sR R CTK A 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-774.4078 www.0bdesWngPDEm-CONI IL AA 8:0003325 v ZZy r CmE m�[p C aUMIV. all LOT. ABBOTT PARK LOT #19 BLK #8 PHASE 2A PROJE=1111 04181.000-19082 MODE2. 4EBB °1828-CALI[t GARAGE BVnKG: RIGHT PAGE: SOFFIT DETAILS %160 MPH EXP. C A DA 12/07/21 aCALE: 1/4"=1'-0" a2'IEErr SD1 GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE, NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." FIGURE 3 r LESS THAN OR EQUAL TO 12" WIDE SOFFIT o a VENTING TO 1" FROM END OUTSIDE OF OF SOFFIT FASCIA EAVE SHIM 0 3!8" FROM END HARDIESOFFIT® OF SOFFIT (WOOD) VENTED PANEL o SUBFASCIA SIDING MODERATE CONTACT LEAVE APPROFKIH I r- GAP AND CAULK FIGURE 2 FRAMING MEMBER H-JOINTER tSA 1 I tN FRAMING MEMBER I NG ER FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT I� L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.andesWngmup.wm L AA #: 0003325 J IL s� y q a aulwiv ae w ABBOTT PARK LOT #19 BLK #8 PHASE #2A P1iOJECT* 04181.000-19082 HODEL: 4EBB "1828—CALL" GARAGE 8MMO: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C 10 \_AR No saVW DA M 12/07/21 ItSCALE: 1/4"=1'-0" allzwr 116.-SD2 to lavll�k, ) - P-- Z,:3G27, ,,I f-7-6T 0 or